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Job Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB
<br /> 131915387
<br /> 98962 A2 ROOF TRUSS 4 1
<br /> Job Reference(optional) 3 OF a
<br /> Scherer Brothers Truss Division, Albertville,MN 55301 8.030 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 14 10:12:49 2017 Page 1
<br /> I D:kzoknrf2AmUS Ww1 sfLrRB 1 zourb-sYStV5o1 mNIdK3WcBCFHQBGSdnDvzm9jYdRSB?y94Xy
<br /> 27-4-0
<br /> 25-11-0
<br /> 1 2-11-13 1 8-5-8 1 10-11-13 1 16-11-3 1 19-5-8 1 24-11-0 25-8- 1
<br /> 2-11-13 5-5-11 5x55 5-11-7 6 2-6-5 5-5-8 9- 1-5-0 Scale=1:71.4
<br /> 1/2"X 12"NOTCH AT JOINT 26 5x6 0-2-8
<br /> 5
<br /> LUMBER AND CONNECTOR P •TES(SHOWN DASHED)TO BE 2x4 = i
<br /> CUT CLEANLY AND ACCURAT:LY AND THE REMAINING PLATE(S) i''' L 2x4 =
<br /> MUST BE FULLY EMBEDDED A D UNDISTURBED. - 7
<br /> 2x4 I I 4
<br /> 14.00 12 27 2x4 I I
<br /> INSTALL 2 X 4 SPF/D/SP NO.2 3 8
<br /> 3x4 I
<br /> CUT TO FIT TIGHT. L
<br /> - 2-0-0
<br /> - c}
<br /> 8x8 = 4x4=8.0012
<br /> 9 7x6�'
<br /> _I ."WM
<br /> ..
<br /> ��� 4'14S1
<br /> INN IhilligitY01714111111R!�i MIE�-Ir'_. N!•lelil.'C47,11
<br /> " 26 25 24 22 20 17 4x4 = 14 1312
<br /> 2)4 II
<br /> 5x8= 4x6 2x4 11
<br /> 3x4 = 3x4= 4x4 =
<br /> 3x4 = 3x4 = 5x8 =
<br /> ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1)
<br /> 0-0-8 TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN)NAILS PER THE FOLLOWING NAIL SCHEDULE:
<br /> 2 X 3'S-2 ROWS,2 X 4'5-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C.
<br /> TRIM CORNER OF NEW MEMBER TO AVOID NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE
<br /> DAMAGE TO EXISTING CONNECTOR PLATES. FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE.
<br /> 1 2-11-13 1 8- 5-8 1 10-7 -4 112-11- 8 114-11-81 17-3-12 1 19-5-8 1 24 -11-0 25-11-p
<br /> 2-11-13 5-5-11 2-1-12 2-4-4 2-0-0 2-4-4 2-1-12 5-5-8 -o-
<br /> Plate Offsets(X,Y)- [1:0-1-8,0-2-0],[2:0-4-0,0-2-8],[9:0-3-0,0-2-4],[10:0-2-0,0-1-0],[12:0-24,0-1-0],[13:0-2-4,0-1-12],[15:0-5-8,0-1-12],[17:0-1-8,0-1-8],[23:0-5-8,0-1-12],
<br /> [25:0-3-12,0-2-0]
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP
<br /> TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.18 20-24 >999 240 MT20 197/144
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.39 20-24 >787 180
<br /> BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(TL) 0.07 12 n/a n/a
<br /> BCDL 10.0 Code MNSRC2015/TP12007 Matrix-MP Attic -0.09 15-23 1581 360 Weight:185 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SPF 1650F 1.5E`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
<br /> 2-5,6-9:2x6 SP 2700F 2.2E,9-11:2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(3-6-3 max.):1-2,5-6.
<br /> BOT CHORD 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
<br /> 12-22:2x4 SPF 1650F 1.5E 6-0-0 oc bracing:13-14.
<br /> WEBS 2x3 SPF No.2*Except JOINTS 1 Brace at Jt(s):1,19,21,18,16,27
<br /> 1-25,3-24,8-14:2x4 SPF No.2
<br /> REACTIONS. (lb/size) 26=2166/0-5-0,12=1942/0-5-8
<br /> Max Horz 26=-216(LC 6)
<br /> Max Gray 26=2197(LC 15),12=2048(LC 2)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 1-26=-2166/0,1-2=-2280/0,2-3=-2200/0,3-4=-1195/0,4-5=-296/128,6-7=-305/132,
<br /> 7-8=-1218/0,8-9=-2194/0,9-10=-834/0,10-12=-2052/0,5-6=0/286
<br /> BOT CHORD 24-25=0/2114,20-24=0/2461,17-20=0/2365,14-17=0/1560,13-14=-147/735,
<br /> 21-23=-1080/174,19-21=-1184/0,18-19=-1184/0,16-18=1184/0,15-16=108/1247
<br /> WEBS 1-25=0/2985,2-25=-2016/0,23-24=0/548,3-23=0/986,14-15=0/870,8-15=0/970,
<br /> 21-24=-788/242,20-21=-455/305,17-18=-422/0,16-17=0/1123,14-16=-1491/0,
<br /> 23-25=-53/703,2-23=-1160/0,9-13=-1461/0,13-15=-174/646,9-15=0/680,
<br /> 10-13=0/1543,4-27=-1602/0,7-27=-1664/0
<br /> NOTES- I Hereby certify that this plan,speci-
<br /> 1)Unbalanced roof live loads have been considered for this design. fication,or report was prepared by
<br /> 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; me or under my direct supervision
<br /> MFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 and that I am a duly Licensed Pro-
<br /> W3)Provide adequate drainage to prevent water ponding. fessional En." r un r the laws
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. of the nn .. ..
<br /> 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
<br /> will fit between the bottom chord and any other members.
<br /> 6)Ceiling dead load(5.0 psf)on member(s).2-3,3-4,7-8,8-9,4-27,7-27; Wall dead load(3.Opsf)on member(s).3-23,8-15 JOHN L.GALINSKI
<br /> 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.21-23,19-21,18-19,16-18,
<br /> 15-16
<br /> 8)Magnitude of user added load(s)on this truss have been applied uniformly across all gravity load cases with no adjustments.
<br /> 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. DATE REG.NO.42580
<br /> 10)Attic room checked for U360 deflection.
<br /> December 15,2017
<br /> ^.nntinned on DROP 2
<br /> 1 I
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. MN
<br /> Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
<br /> a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
<br /> building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
<br /> is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
<br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd
<br /> Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017
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